Title:
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Engineering properties of chalk in relation to coastal cliff instability
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Chalk forms many hundreds of kilometers of European coastal cliffs particularly in the UK, France and
Denmark. This thesis is an outcome of the PROTECT (PRediction Of The Erosion of Cliffed Terrains)
Project, a European 56' Framework funded programme undertaken by the University of Brighton, BGS
(British Geological Survey), BRGM (Bureau de Recherche Geologiques et Miniirres) and GEUS (Geological
Survey of Denmark and Greenland) to study coastal chalk cliff instability in the UK, France and Denmark.
Chalk coastal cliffs of north-west Europe are continually subjected to changes in stress caused by internal and
external factors. This leads to fresh geological properties, features and materials becoming an active part of
the cliff instability regime. The methods, types, volumes and mechanisms of collapses have been
investigated, characterised and found to be dependent on the chalk formation, rock mass properties cliff face
orientation and cliff height. This knowledge has been used to investigate the possibility of providing better
ways of predicting when, where and how cliff instability will occur. To better understand the mechanisms
involved in cliff instability and help predict imminent failure research sites were selected in England, France
and Denmark in areas where geological investigation was possible and the experimental methods of
instrumentation could be undertaken and analysed to provide the most useful data. The research programme
set out to investigate: (i) the temporal aspects of movements in the cliffs leading to collapse (ii) the failure
mechanisms. This required integrating the detailed engineering geology with the results from the geophysical
techniques and the rock mechanics testing (iii) An additional part of the investigation was interpreting the
evolution of the landscapes and how this contributes to cliff instability.
The principal factors identified here as contributing to cliff collapse are:
(i) the influence of the fracture network
(ii) the material properties
(iii) different types of failure
(iv) long term relaxation of fractures in the top 20-25m of the chalk causing this section to be more
predisposed to weathering and instability, than the lower part of the cliff
(v) the range of chalk strengths and a salt water weakening effect identified.
The results indicate that each of the techniques studied (geological/geotechnical fieldwork, geophysical
investigation, site instrumentation, topographical survey, cliff stability analysis, laboratory testing and
numerical modelling) is suited to a particular type of geology, but not to all the geological situations
investigated, and best result and interpretation are obtained when all the data available is combined in a
holistic model. Hence, the detailed engineering geology is an essential prerequisite to the interpretation of
results and the application of the techniques. Geological study through out north-west Europe indicates the
transferability of these results to any chalk section so long as the detailed geology is understood. The
research has proved capable of predicting a cliff collapse prior to the event occurring.
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